|
---- ANCHORS (SFr SWnOMS ON SHEETS 17, 16. 19 t 20}-----
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<br />OPTION *2 FOR LIFE SAFETY STORM PANELn ELEVATION
<br />SCALE 3/16'-1• tp• all W
<br />SECTION A -A
<br />MAXIMUM A.S.D.
<br />Max, PANEL LENGTH
<br />MIN OJM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P.e.f.)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO CUSS
<br />CONDITION
<br />+55.0, -72.0
<br />0•-0"
<br />2 3/4'
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<br />I. IOTMLATWO ARE ONLY Vil FOR N aDW MN Aa0. DESIGN LOADS
<br />y�••,'`�
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<br />to TO ♦wA -72.0 MF AND Pull LOOM UP m e•-r.
<br />2. FOR NEW WOOD IMME CO STOK 1 W WOOD VE WOK 10 K SOUTERNN
<br />PINE N0. 2 W/ rIF Inc DENSITY OF 0.0E opt EMAIL.
<br />$
<br />4 4J
<br />IA T TEEMED
<br />AT om
<br />I
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<br />PANEL tIN01N
<br />(SEE NOTE
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<br />UPON a r0.
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<br />ATOM A IIIOwW
<br />ME
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1")
<br />(TOTAL
<br />12.3W (EFFECTYE
<br />j�, r--,ado-- .�1 •--,-,.3�•-,
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<br />END UP W/ NDMND EWE
<br />(N.T.$)
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<br />75O' ,NI6lS• (TI'P)
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<br />6053-TS NMm. ALLOY
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<br />O r D.C.
<br />THWADED
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<br />SCALE 3/r-t'
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<br />0 O 2'WS'(Mal ALUM. ANGSI.E
<br />1 1 4
<br />6D61-T6 AWm. ALLOY
<br />INSTALLATION ATiON DETAIL FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />t/ INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />---6 O• p� C 0.�C ANCHORSRCON Y UPCON ANCHORS j �Y OM�CON MCHM
<br />EOOp117� 11
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<br />WALL11ltikTlON WALL MQL2M FRI aAi1Ql1 WALL NOUN= NVAUAM WALL MQ
<br />SCALE 3/B•-1' SCALE 3/SJ SOME 3/S•-1" SCALE 3/r-1-
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<br />�. ,•'' JG w' FLORIDA BINLDRNG CODE VGIIeN It
<br />1 s •k Naas x rm. Re 20 DAOE BALVAN= STEEL S10RM PAwL
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<br />1. NW'GIIANONS ARE ONLY WL0 FOR WA D*= WITH A.aD- DESIGN LOADS
<br />U► 10 +56.5, -72.0 PSF NO PALELY LENGTH UP TO Ill
<br />L FOR NEW WOOD INANE CONORL CTIOW W000 unim 116 ,O a SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY Or OAS OR M AL
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<br />OR w/ OR W
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<br />IF IITONOfa 10 BL IMtMrEO MEAL •' a SIRUCRAE
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<br />le Mr Hw -1 ,/4• N.t IP Ve Mr., GAP 41
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<br />SECTION A=A
<br />am 3/A• - t• HONE 4w - 1•
<br />(+)• 1M7:R1DYIII OF sEmEs tOOO: E - 2 HMO STORY PANE. SYSTEM CONSISTING OF PANEL
<br />1 TRACKS AT TOP a PMeMIE PLUS OR Ir LONG
<br />(1). DEF'RM= Of SMOM 2WO: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL a AT BOTTOM W/ PARMum
<br />Cotx. TRACKS TOP a BOTTOM. (2). END PANELS SHALL NXAYS BE COI0MI�D W Sal MALL BYY�2MEANS Of
<br />(2).Ill PAILS Sitll ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP MR �MA70 W' -IF USED� W/ S7R"ATW TWESi(3:pT ASAT BOTTOM, . S
<br />@J SINLL BE POLL AL AT TOP OF ECT PANELS. SAIL BE NI LIFE i0 W f 4Y-2(AS/4 W 7
<br />(3). IF END ARE KIOTICA TACK. CDlMECTIDlN SHALL CONSIST OF DEICMM ON / 4'•-i) MO
<br />1/4Y-20,A 4' N.S. W 7 y13;FT//pp3332 IIIIO NUT OR 1/4"eI,3/4' 1SY4,. 7}HLNEw
<br />INTO BOTTOM�AgTON OF FAS710ER5 MAY Bi AT ETHER O' THUMBSCREW
<br />(3). FOR CASES MCM END PANELS ARE U9E JOINIIY W/ IV LONG TRAq[ •® AT
<br />pKT060R FLAT i1JINOE5 OF pap PANEL BUT DID PANELS ARE NOT GOREY:im 1O BOTfOY TACK (�J NICI STOP WW
<br />Si1LL PROVIOED AT TOP of SUCH PAIEL.S.
<br />(4). W GIBE THAT END PANELS ARE RIOT OOIIHECTEO 1D BOTTOA TRACK (La A STOP BAR (t). FOR IdTAUA110NS WlQ/ END PANELS AND SOW MiiffE//RCE11TT7tlW((RNaaDGPAIEYS ARE DIRECTLY
<br />K ONLY INFO AT TOP AT LE14f TWO PANELS SMALL � CORRECTED TO BOTTOM TRACK yrUj
<br />illPTO EAA7ESY Ill TRACK AT 811OILN p,EwA7ONE WMRM BOTTOM
<br />WUM'"3 PANEL
<br />USND SPES "WIG DN NOTE (3) MOVE. M SKOt CASE. COIECf1ON O' PAILS
<br />10 BOTTOM TW" MAY GCCNt AT ANY PANEL LOCATION. // TO WALL
<br />(5} SEE SMnOW 1'. V a 4' ON BEET 24. SEE AND" SCHEDULE ON SHEET 25. MIa. EDGE OWMDE FOR TWO
<br />MERNOR PANEL USED Y W/ � ODES
<br />t NOT NEED TO BE CORECTED TO BY ANY MEiY18. TRACK 91A11 NBfAUED
<br />T�' Q�IEu RErNE (1v (8 LEFT a R6Wn sroE oF'ifRRIOB PAIL) NAM:
<br />FLORIDA BIKMO CODE lipaNalHkNrIMww ZDm
<br />N_ 41 1Q7 saw ntwa Wt 20 OW OALVAUM STEEL SION PANEL PIP.
<br />* GarN eA
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<br />a arN/aWraK.loA1c 61m n a s
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4' TAPGN ANCHORS _1[t' TAICON ANCHORS
<br />O 0 D.C.on
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<br />No. 44187 FLORIDA MHO CODE (High Ve)oe HMrrlaano Zone)
<br />* 4Wa riteE4 ,NL
<br />.q 20 BADE BALVAMM STEEL STORY PANEL GlVrti W.
<br />9'•, _
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<br />PROTCTIOiI4m SA I� TR• WWJ
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<br />l3I 610nESH WLD E-2 Hill SIdW PALL SYSTEM
<br />I. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATON DOCUMENT (P.EA.) WAS OMN VERWIED FOR COMPUAWX N
<br />S•.1) 1WOAM DMMMDU OF TOM ANCHORS AND PANELMATE FEMME IO a PANELMAE PLUS N10 CONCRETE:
<br />ACWI MM WITH THE 2020 (7'W MMON) OF THE FLORIDA BUILDING CODE.
<br />BLOCK SHALL RE 1 1/4-.
<br />DESIGN WINO LOA06 SHALL eE DETERMINED AS PER SECTION IBM OF THE ABOVE MENHONED (DOE.
<br />92) MM" EMBEDMENT OF 1/4•0 x 7/6• CALK-N ANCHORS SHALL eE K 7/Y INTO CONCRETE.
<br />FOR A YIUID SPEED AS REGLIRED BY TIE JURISOILTON WHERE THESE SLITTERS RILL BE NSTALLEO AtIO
<br />FOR A OgECFO1MLRY FACTOR Na-Offi. USING ASCE 7-Is AID SHALL NOT EXCEED TIE WOMIIM (AST.)
<br />NO EMBEDMENT INTO AIY RBWN MATERAL SHALL K PENRTED.
<br />1/4- 0-20 SS SEWA.K BOLTS USED SHALL 6E LONG EDUON(SWU.D ANY FNKM LMTENJ Mo TO
<br />DESIGN PREMM RA7BIOS #WIDOW ON SIEE15 25 a 26.
<br />ENGAGE 3/4- Oft SCHDRS.
<br />ORDER VEINY THE ABOVE NN. ULTIMATE DESIGN WINiLT LOADS DETERMINED PER AISQ 7-16
<br />BY 0.0
<br />S FIRST A.S.D.OE
<br />51eL1 6E FWST REDUCED 1O D. OEM RAID Lows n MaNLTPLYING i+EHN BY O.t IN OROEII TO
<br />LOAN
<br />ILA IN CASE THAT PRECAST STONL OR PRECAST CONCRETE PANELS BE FDU1D ON THE OKTNG WALL
<br />TO COMPARE THESE W/ MAX. (AS.D) DUNN PRESSURE RMOM NOGTMA ON SEES 25 a 26.
<br />ANCHORS SH IA L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE KNI NG SUCH PANELS. AJCHORwE
<br />SHALL BE AS MDMONED IN a/) AND IN Sl
<br />IN ORDER TO VEMFYTIES THAT COMPONENTS AND ON T164 P.E.O. SI TESTED NOT OM 57gE A INCREASE
<br />N Al1AWABLE STRESS FOR MTD LORDS WAS B12L USED N THEIR ANALYSIS. iAS1E}ERS SPACING 10 W000 IMI4 BFDN
<br />SMANCHORSUSE M T r PA SEEN
<br />DETERMINED N ACCORDMICE WITH W.D.S. 2015.
<br />(C) A LE RNSIALLED FO UM4 ALL OF THE R�OAiEfAATld/5 AND SPECEI OKINS OF THE MC OR•S
<br />MOMWACTUR11-
<br />FOR IMPACT AND FATIGUWM RFSM AE HASRAT BEEN ACCORDANCE WRLI SECTION 162E OF
<br />SHORN PAMEIY HONED
<br />.
<br />D'
<br />REPOTWV
<br />THE ABOVE MENTIONED CODE M PER FEBSTRATIOI lES11b LABORATORY. NC. REPORT 12832. AS PROTOCOLS TAS-201,
<br />R SHALL BE THE IESPONS.ILTY OF TIE CDINIRACTOR TO VERIFY THE SOUNMM O' THE STRXWK WHERE SHUTTER
<br />TAS-202 AND TAS-203.
<br />PROPER ANCWRAOE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />0OOKD
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE NSTALLM ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING. FROM THE
<br />OKn sum
<br />M= w/o THE USE OF A LADDER OR LIT. THIS APPUGTION IS VALD WHEN NSTALIATION 15 NiEIDED TO BE PERFORMED
<br />FROM THE INSIDE OF STRUCTURE.
<br />12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAJ ALL SHUTTER COAPONENf EDGES WINRN REMAIN IN CONnN6JOA
<br />CONTACT WITH THE MAIL. M 10 PRIJ WWO/RNN NTRUSON. CAULK AND SEAL SUITFR TRACE ALL AROUND FULL
<br />3. SERIES 1000 ION#4 K TO SINIL.E AHD DOUBLE IN1H0 STILE WNOQwS tw+E+ NSTAilATON K RFA1AREp TO a
<br />UDam
<br />PERFORM FTOM THE eKbE OF S,RUCTDIE
<br />FROM THE OF SI L
<br />11 STOW PANEL MLSTM1A7gN SWILL COPLY IwnHI SECS TIES ORAWNG PLUS ANY BLWDNG AND MINING
<br />4. SIRES ' OOD NSTALU110N S APPUCABIE TO SIIOLE AND DOUBLE HUNG ANO IIORIZOIIfAI SLWEAS STYLE INDOWS WHEN
<br />MAIN
<br />REGUI,ATIORR PROVOW BY THE JlRiK01C,ION WFE1N PERYR K ARR+UED 70.
<br />OWNMATM K NDMON4 TO BE PERFORMED FROM THE MM OF STRUCTUN.
<br />14. ATRIUM WIDOWS AND DOOM NC. E - 2 HANG STORM PANEL SYSTEY•• K FIRM F'ObB10.
<br />5. ALL MAW" DffRLMOMS TO BE 6063-YO ALLOY MO TOPER, (UNLESS an4m sE NOTED)
<br />15. (0) THIS PRODUCT EVALUATION OOCIaEFIF (P.ED.) PREPARED BY THIS EM.TNEER 6 OEPERIC AD ODES NOT PRMW
<br />INFORMATION FOR A SITE SPEL:O PM ECT; iw. WHERE THE SITE CON01,1ON$ DEVNIE FROM NE P.E.D.
<br />S. ALL ALtAIWLM SHEET METAL LKED AT C.OBLCXlINS SMALL 1fAVE 3105-Hti ALLOY.
<br />(e) E FOR . IWTE N INCluOIb LEE SAFETY OF
<br />MMM" TO BASED
<br />7. ALL STEEL SEEP METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A- 53 DRAW 50 Min., CALVAN= STEER
<br />THIS PRODUCT N THESP.Il PRIMED E DOUSE T
<br />HE/SEE DOTS FROM
<br />bEVNTE FROM THE COPDOgNS OEPARED ON
<br />DESOIMIION W/q- Sa5 IMF (A►TER ROLLED).
<br />TALK DOCUMENT. CONSTRUCTION SAFETY AT 511E K THE CONTRACTOR'S RESPOISEati1•.
<br />CT
<br />S. ALL SCREWS TO K STARLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION INSTANT COATED CARBON STEEL AS PER DIN
<br />(a) THIS PRODUCT EVALUATION DOCUMENT WILL BE QONSDERFD WWMD r MODIFIED
<br />5001E W/ 50 h1 VELD STRENGTH AND 1D MK TENSILE STRENGTH a SHALL COMPLY W/ ROOM KKDORD CODE SECTION 2411.3.3*
<br />(c) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RE'GMEWD EN66EEA ON ARCHITECT WHICH WILL
<br />I. BOLTS TO K ASIM A-307 GALVA M STEEL, OR AIM 304 SERFS STARLESS STEEL Ill 36 1 MWWJ YEW S,RENGM.
<br />BECOME THE EDIEEB OF RECDRD (EO.RJ FOR THE PRWECT NVD TRD WALL a RESPONSIBLE FOR THIN PROPU
<br />USE d' THE P.E.O. EN6IEflt OF
<br />TO. ANCHORS 10 WALL SHALL BE M FOLLOWS:
<br />ACTING AS A DELEGATED MOIMR TO THE P.E.D. EjGGW . SHALL
<br />SUNRT TO T+eB U17LN THE SIZE 9PECFIC GRAIAWIGS FOR REVEW.
<br />(A) TO EY67eC PO�txn Cer_v_•PeHe.
<br />(4) THIS P.E.D. SHALL BEAR THE DATE AND ORIORW SEAL AND SO UTIE OF THE PROFESSIONAL ENQMEER OF
<br />- 1/4'• TAPCON MMM AS W"ACnUREO BY LT.W. BIIEDEI, INC. (AWN. re:-3162 ill
<br />(FIORD THAT PREPARED R.
<br />- 114' • K 7/2. GL1FDt AlIC110RS, II MAU PL.UIND H OflEALT NC. (MIKACLU FilED BY 0 P.LL)
<br />- jti-10 PANE1MAlE fE1NLE IO a PANELLM7E PUA ANCHORS, M YAtL1FACTURED BY ELCO C0N61BLgT10R/ PRODUCTS.
<br />It STORM PANEL WNUFACn)RM LABEL SAUL BE 1OCOEO ON A READILY VOW LOCATION AT STORM PANEL IN
<br />(re-3350 Psi)
<br />ACCORDANCE WITH SECTION 170I.S.3 OF RAMA BLALDIND COOS. ONE LABEL SAIL W PRICED FOR EVERY OPENING.
<br />LIBELAIO TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUKDM COOS
<br />AI) We" DAnWW OF TAPCON ANCHORS INTO POLNEO CONCRETE BALL K t 3/P NO 2' FOR PAELAWE
<br />FEMME D A PWELWTE PLUS.
<br />A2) MINIMUM OMMOMENE OF ,/4'• 17/B- CALK-N ANCHORS SHALL BE a 7/e• INTO CONCRETE. NO EWEDMENT INTO
<br />ANY FINISH MATERIAL SMALL BE PEMOM.
<br />1/4• 0-20 SS MLVMX BOLTS USED SILL BE LONG ENOUOI(SMXRD ANY FINISH MATERIAL ONO TO ENGAGE 3/4-
<br />NW ANCHORS.
<br />A3) N lA6E THAT IRECASf STONE, PRECALST CONCRETE PANELS, OR NAAFIS K FOUND ON THE E1tlSTING mEl OR
<br />�
<br />'�VCEM ••�••':�
<br />FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE K AM SUCH PANIJ NCK)RAM SHLL
<br />3`:
<br />BE AS MEYRIED N A1) AND N AZ).
<br />•'•L--
<br />ND. 44187
<br />(B) TO DUSTMla mMNCMMTP M. t
<br />* * i Tt
<br />- 1/4• • TAPCON ANCHORS AS MHAWWfURM BY I.T.W. BLK= INC.
<br />FLORIDA RWLDIHB CODE A VelocityHurricane
<br />- 1/4' 6 X 7/6' CALK -IN ANCHORS. AS MANUFACYLPO BY DENALI INC. (rtn-1500 p.•M.)
<br />- /14-10 PARELMATE FEMALE ONO PANUWTE PLUS ANCHORS, AS MANUFACTURED BY EIM CONSTRUCTION
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